JP2563978B2 - Method of repairing metal pool bottom including drainage line - Google Patents
Method of repairing metal pool bottom including drainage lineInfo
- Publication number
- JP2563978B2 JP2563978B2 JP13523788A JP13523788A JP2563978B2 JP 2563978 B2 JP2563978 B2 JP 2563978B2 JP 13523788 A JP13523788 A JP 13523788A JP 13523788 A JP13523788 A JP 13523788A JP 2563978 B2 JP2563978 B2 JP 2563978B2
- Authority
- JP
- Japan
- Prior art keywords
- existing
- opening
- synthetic resin
- drainage line
- pool bottom
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は老朽化した排水ラインを含む金属製プール底
の改修方法に関するものである。The present invention relates to a method for repairing a metal pool bottom including an aged drainage line.
[従来技術及びその問題点] 従来、金属製プールは地面に接しているプール底が地
面との電位差の影響によって虫食状に腐蝕し、遂には孔
がいたる所に開く孔食現象が生じる性質をもち、水漏れ
し、改修が必要となる為、本願出願人は実願昭61−2005
52号を出願している。[Prior Art and Its Problems] Conventionally, in a metal pool, the bottom of the pool that is in contact with the ground is eroded like a worm erosion due to the effect of a potential difference from the ground, and eventually a pitting phenomenon that opens everywhere occurs However, the applicant of the present application filed in Japanese Utility Model Application No. Sho 61-2005 because of water leakage and repair work.
I am applying for No. 52.
この先行技術は平面四角状を呈し、裏面に充填材を有
する合成樹脂製表面仕上パネルを既設プール底に夫々平
行に敷設してリベット止めすると共に、各パネル端部を
FRP等の合成樹脂製のライニング材で接続することによ
って改修壁を形成して、表面仕上パネルの敷設作業を主
体にすることによってライニング材の塗布面積を小さく
して短かい工期で手間がかからずに既設プール底を改修
するものである。This prior art has a flat rectangular shape and has synthetic resin surface finish panels with fillers on the back surface that are laid parallel to the existing pool bottom and riveted, and the edges of each panel are
A repair wall is formed by connecting with a synthetic resin lining material such as FRP, and the laying work of the surface finishing panel is mainly done to reduce the application area of the lining material and it takes time and effort in a short construction period. Instead, the bottom of the existing pool will be repaired.
ところで、プール底下に埋設された排水や循環等の水
囲り管にも無論地盤の影響でクラックが発生したり、孔
食現象によって水漏れが生じ、本来ならば改修しなけれ
ばならない。By the way, cracks also occur in the water surrounding pipes for drainage, circulation, etc. buried under the bottom of the pool, of course, and water leakage occurs due to the pitting phenomenon.
さて、地中に埋設されているこの水囲り管を改修する
となると、地中の掘り起こしに続く水囲り管全体の撤去
作業及び新規な水囲り管の配管作業が大がかりとなり、
あまりにも改修コストが高騰し、工期に追随してプール
利用の中断期間も長びくマイナス要因も多い為、水漏れ
が少ない場合に限って放置し、水洩れが基準値以上にな
ると改修するよりはむしろ安価である為、解体し、プー
ルを新規に建替えている。By the way, if this water enclosing pipe buried in the ground is to be repaired, the work of removing the entire water enclosing pipe following the excavation in the ground and the piping work of the new water enclosing pipe will become a large scale,
The repair cost rises so much that the construction period will be interrupted and the pool usage will be suspended for many negative factors. Because it is cheap, it has been dismantled and the pool has been newly rebuilt.
[技術的課題] 本発明の技術的課題は地中に埋設されている排水ライ
ンを含むプール底を短期及び低廉で改修することにあ
る。[Technical problem] A technical problem of the present invention is to repair a pool bottom including a drainage line buried underground in a short time and at low cost.
[技術的手段] 上記技術地的課題で達成する為に講じた技術的手段は
次の通りである。[Technical Means] The technical means taken to achieve the above technical problems are as follows.
既設プール底の端部近傍をプール内から開穿して地中
に埋設されている既設排水ラインを切断し、部分的に撤
去する撤去工程と、その撤去した部分より下流側の既設
排水ラインを既設プール底下の地中から外側方へ引き抜
く工程と、既設プール底の上記開穿口から合成樹脂製パ
イプを進入させて一端を開穿口下に位置させると共に他
端を、前記既設排水ラインの引き抜き路を利用して既設
プール底下の地中からの外側方へ突出させるパイプ位置
決め工程と、排水ピットを含む既設プール底上に平面四
角状を呈するFRP等の合成樹脂製表面仕上パネルを裏面
にスペーサーを介在させて夫々平行に敷設固定するパネ
ル固定工程と、その仕上パネル相互間の間隙にFRP等の
ライニング材を埋め込み固定する間隙塞ぎ工程とを逐次
実施してなり、上記開穿口を塞ぐ合成樹脂製表面仕上パ
ネルにおいては開穿口と相対する部分に既設プール底下
に突出するピットを同一体に有すると共にそのピット底
には前記合成樹脂製パイプの前記一端を貫挿する連絡孔
を開孔していることである。Open the drainage line buried near the edge of the bottom of the existing pool from the inside of the pool and partially remove the existing drainage line, and remove the existing drainage line downstream from the removed part. A step of pulling outward from the bottom of the existing pool bottom, and inserting a synthetic resin pipe from the opening of the existing pool bottom to position one end under the opening and the other end of the existing drain line. A pipe positioning process that projects outward from the ground below the bottom of the existing pool using a drawing path, and a synthetic resin surface finish panel such as FRP that has a flat square shape on the bottom of the existing pool including the drain pit on the back side. The panel fixing step of laying and fixing in parallel with each other with a spacer interposed and the step of closing the gap by filling and fixing a lining material such as FRP in the gap between the finished panels are sequentially performed. In the surface finishing panel made of synthetic resin that closes the opening, a pit protruding under the existing pool bottom is formed in the same body at a portion facing the opening, and the pit bottom has a communication hole through which the one end of the synthetic resin pipe is inserted. Is that it has a hole.
[作用] 本発明の技術的手段による作用は次の通りである。[Operation] The operation by the technical means of the present invention is as follows.
既設プール底の端部近傍をプール内から開穿して地中
に埋設されている既設排水ラインを切断し、部分的に撤
去する撤去工程と、その撤去した部分より下流側の既設
排水ラインを既設プール底下の地中から外側方へ引き抜
く工程と、既設プール底の上記開穿口から合成樹脂製パ
イプを進入させて一端を開穿口下に位置させると共に他
端を前記既設排水ラインの引き抜き路を利用して既設プ
ール底下の地中からの外側方へ突出させるパイプ位置決
め工程とを排水ピットを含む既設プール底上に平面四角
状を呈するFRPの合成樹脂製表面仕上パネルを裏面にス
ペーサーを介在させて夫々平行に敷設固定するパネル固
定工程の前工程に実施することによって開穿口を塞ぐ合
成樹脂製表面仕上パネルに凹設されているピット底の連
絡孔内に前記パイプ位置決め工程で位置決めされたパイ
プの一端が自動的に貫挿され、既設プール底における端
部近傍の部分的な排水ラインの切断及び撤去作業を実行
するのみでプール水を排水可能とする。Open the drainage line buried near the edge of the bottom of the existing pool from the inside of the pool and partially remove the existing drainage line, and remove the existing drainage line downstream from the removed part. The process of pulling outward from the bottom of the existing pool bottom, and inserting the synthetic resin pipe from the opening of the existing pool bottom to position one end under the opening and the other end of the existing drain line. A pipe positioning process of projecting outward from the bottom of the existing pool bottom using a channel and a flat square FRP synthetic resin surface finish panel showing a flat square shape on the existing pool bottom including the drainage pit with a spacer on the back side. The pipe position is set in the communication hole at the bottom of the pit that is recessed in the surface finishing panel made of synthetic resin that closes the opening by performing it in the previous step of the panel fixing step of laying and fixing in parallel with each other. Determining one of the positioned pipe step is inserted automatically transmural allows draining the pool water only to perform a cutting and dismantling partial drainage line near the end of the existing pool bottom.
[実施例] 次に、本発明の実施例を図面に基づいて説明する。[Embodiment] Next, an embodiment of the present invention will be described with reference to the drawings.
撤去工程 この撤去工程は、既設プール底(a)の端部近傍を既
設プール(A)内から開穿して地中(サンドクッショ
ン)(B)に埋設されている既設排水ライン(C)を切
断し、部分的に撤去する工程である。Removal process In this removal process, the existing drainage line (C) buried in the ground (sand cushion) (B) by opening the vicinity of the end of the existing pool bottom (a) from within the existing pool (A) is used. It is a process of cutting and partially removing.
既設プール(A)は、アルミ製の側壁用パネル
(b′)多数枚を突合せ継ぎすることによって形成した
プール側周壁(b)の下端に、アルミ製の底用パネル
(a′)多数枚を突合せ継ぎすることによってプール底
(a)を敷設している。The existing pool (A) has a large number of aluminum bottom panels (a ') at the lower end of the pool side peripheral wall (b) formed by butt-joining a large number of aluminum side wall panels (b'). The pool bottom (a) is laid by butt jointing.
この既設プール底(a)の、既設排水ピット(3′)
に接続し地中(サンドクッション)(B)及び布基礎
(B′)を通り外側方へ抜ける水囲り管(C)(排水ラ
イン)上において端部近傍を3m×0.5m×0.12m型の新設
するピット(3)が納まる大きさで開穿し、その開穿口
(5)を利用して、地面を掘りかえし、水囲り管(C)
(排水ライン)を切断して、その開穿口(5)の長さ分
だけその水囲り管(C)を部分的に撤去する(第5
図)。The existing drainage pit (3 ') at the bottom (a) of this existing pool
3m x 0.5m x 0.12m type near the end on the water enclosing pipe (C) (drainage line) that is connected to the ground and passes through the ground (sand cushion) (B) and cloth foundation (B ') to the outside The pit (3) to be newly installed will be opened, and the opening (5) will be used to dig up the ground and surround the water (C).
(Drainage line) is cut, and the water surrounding pipe (C) is partially removed by the length of the opening (5) (fifth).
Figure).
引き抜き工程 この工程は、上記工程で撤去した部分より下流側の水
囲り管(排水ライン)を既設プール底(a)下から外側
方へ引き抜くことである。Drawing Step This step is to draw the water enclosure pipe (drainage line) on the downstream side of the part removed in the above step outward from the bottom of the existing pool bottom (a).
この引き抜き工程においては上記工程で水囲り管
(C)が端部近傍で切断されている為、撤去箇所から下
流側の残留する短寸パイプ(c−1)は両端共に遊端で
抵抗がなく人為的に容易に引き抜くことが可能である。In this drawing process, since the water enclosing pipe (C) is cut in the vicinity of the end in the above process, the residual short pipe (c-1) on the downstream side from the removal location has free ends at both ends and resistance. It is possible to easily pull out artificially.
パイプ位置決め工程 このパイプ位置決め工程は、前記撤去工程で開穿され
た開穿口(5)を利用して合成樹脂製パイプ(6)を、
上記短寸パイプ(c−1)の代わりに位置決めすること
である。Pipe Positioning Step In this pipe positioning step, a synthetic resin pipe (6) is attached using the opening (5) opened in the removal step.
Positioning is performed instead of the short pipe (c-1).
合成樹脂製パイプ(6)はFRP等の耐蝕性に優れた合
成樹脂材で成形されて、両端を遊端とすると共にその一
端に立上がり管部(6′)を有している。The synthetic resin pipe (6) is formed of a synthetic resin material such as FRP having excellent corrosion resistance, has both ends as free ends, and has a rising pipe portion (6 ') at one end.
この合成樹脂製パイプ(6)は、前記引き抜き工程で
短寸パイプ(c−1)を引き抜くことによって必然的に
形成される引き抜き路(7)を利用して開穿口(5)か
ら単なる遊端(立上がり管部(6′)がない端部)を進
入させ、既設プール底(a)下の布基礎(B′)外側方
から、その同遊端を突出させると共に立上り管部
(6′)を開穿口(5)を臨む定位置に位置決めする
(第6図)。This synthetic resin pipe (6) is simply loosened from the opening (5) by utilizing the pulling path (7) which is necessarily formed by pulling out the short pipe (c-1) in the pulling step. The end (the end without the rising pipe portion (6 ')) is inserted, and the free end is projected from the outside of the cloth foundation (B') under the existing pool bottom (a) and the rising pipe portion (6 ') ) Is positioned at a fixed position facing the opening (5) (Fig. 6).
尚、この定位置とは後述工程であるパネル固定工程に
おいて開穿口(5)とほぼ同形の新設するピット(3)
を同一体に有する専用の合成樹脂製仕上パネル(1)
を、そのピット(3)を開穿口(5)を介して既設プー
ル底(a)下へ突出状に載置した際、そのピット(3)
底に開孔している連絡孔(8)に貫挿する位置である。Incidentally, this fixed position is a new pit (3) having substantially the same shape as the opening (5) in the panel fixing step which will be described later.
Dedicated synthetic resin finishing panel (1)
When the pit (3) is placed in a protruding shape below the existing pool bottom (a) through the opening (5), the pit (3)
It is a position where it is inserted into the communication hole (8) opened at the bottom.
ちなみに、合成樹脂製パイプ(6)位置決め後には、
掘りかえした分サンドクッションを埋め戻しを行なう。By the way, after positioning the synthetic resin pipe (6),
The sand cushion is backfilled for the dug back.
パネル固定工程 この工程は排水ピット(3′)を含む既設プール底
(a)を、FRP等の合成樹脂製表面仕上パネル(1)を
裏面にスペーサー(2)を介在させて夫々平行に敷設固
定することである。Panel fixing step In this step, the existing pool bottom (a) including the drainage pit (3 ') is laid and fixed in parallel with the synthetic resin surface finishing panel (1) such as FRP on the back side with the spacer (2) interposed. It is to be.
表面仕上パネル(1)は、周縁に取付鍔部(11)を残
して裏面に所定高さの凹部(21)を設けることによって
周縁部に段部(31)(間隙)を間接的に形成し且つプー
ル底となる色を予め着色した所望の縦横寸法比の平面矩
形状のFRP製シート状物であり、凹部(21)内にスペー
サー(2)を収容した状態で取付鍔部(11)をリベット
(100)止めすることによってプール底(a)全面に夫
々平行に敷設固定されている。The surface finishing panel (1) indirectly forms a stepped portion (31) (gap) in the peripheral edge by providing a recess (21) of a predetermined height on the rear surface while leaving a mounting flange (11) on the peripheral edge. Further, it is a flat rectangular FRP sheet-like product having a desired aspect ratio in which the color of the pool bottom is pre-colored, and the mounting flange (11) is provided with the spacer (2) housed in the recess (21). By fixing the rivets (100), they are laid and fixed in parallel on the entire surface of the pool bottom (a).
上記表面仕上パネル(1)の内、前記撤去工程で開孔
された開穿口(5)上を改修する同パネル(1)にはそ
の開穿口(5)を貫挿して既設プール底(a)下に突出
する新設のピット(3)を一体成形し、このピット
(3)底に連絡孔(8)を開孔してなり、リベット(10
0)止めによって敷設固定した際、連絡孔(8)内に前
記パイプ位置決め工程で定位置に位置決めされた合成樹
脂製パイプ(6)の立上がり管部(6′)が自動的に貫
挿されるようにしている。Of the surface finishing panel (1), the opening (5) opened in the removal step is repaired, and the panel (1) is repaired by inserting the opening (5) into the existing pool bottom ( a) A new pit (3) projecting downward is integrally formed, and a communication hole (8) is opened at the bottom of this pit (3).
0) When laid and fixed by a stopper, the rising pipe portion (6 ') of the synthetic resin pipe (6) positioned at a fixed position in the pipe positioning step is automatically inserted into the communication hole (8). I have to.
尚、既設の排水ピット(3′)を改修する表面仕上パ
ネル(1)においてはその排水ピット(3′)を被蓋
し、その上に敷設固定する。In the surface finishing panel (1) for repairing the existing drainage pit (3 '), the drainage pit (3') is covered and laid and fixed on it.
スペーサー(2)は若干の弾力性を有する合成樹脂等
の発泡材料を用いて、上記凹段部(21)の高さと同じか
やや高い厚みを有するシート状に形成したもので、凹部
(21)内に粘着収納するか或は図示するように表面仕上
パネル(1)が敷設される箇所に配置し、そのパネル
(1)を敷設した際、自動的にその凹部(21)内に収容
できるようにする(第7図)。The spacer (2) is made of a foamed material such as synthetic resin having a slight elasticity and is formed in a sheet shape having a thickness slightly the same as the height of the recessed step (21). It can be housed in the inside by adhesive or as shown in the figure, it can be placed in a place where the surface finishing panel (1) is laid, and when the panel (1) is laid, it can be automatically housed in the recess (21). (Fig. 7).
間隙塞ぎ工程 この工程は、表面仕上パネル(1)…相互間の間隙
(31)をライニング材(4)塞ぐことである。Gap closing step This step is to close the gap (31) between the surface finishing panels (1) ...
ライニング材(4)は、従来周知の如く硬化剤,促進
剤等の添加剤を含む不飽和ポリエステルやエポキシ系等
の熱硬化性樹脂剤とガラス繊維より成っており、この樹
脂剤を上記間隙(31)の下部における取付鍔部(11)上
に埋め込み、この上にガラス繊維をのせて脱泡し、再び
上記樹脂剤を埋め込むという操作を繰り返すことによ
り、前記段部(31)に埋め込み固定する。The lining material (4) is composed of a thermosetting resin agent such as unsaturated polyester or epoxy containing additives such as a curing agent and an accelerator as well known in the art, and a glass fiber. It is embedded and fixed in the stepped portion (31) by repeating the operation of embedding it in the mounting flange portion (11) in the lower part of 31), placing glass fiber on this to defoam, and again embedding the resin agent. .
このライニング剤(4)が固化した後、サンディング
を施し、更に着色した樹脂を塗布して表面色を形成す
る。After the lining agent (4) is solidified, sanding is performed and a colored resin is applied to form a surface color.
尚、立上り管部(6′)と連絡孔(8)との隙間は新
設ピット(3)内からシーリング材(9)を充填して水
密状に保持する。The gap between the rising pipe portion (6 ') and the communication hole (8) is filled with the sealing material (9) from the inside of the new pit (3) to keep it watertight.
ちなみに(10)は多孔付蓋板で、(6″)は合成樹脂
製パイプ(6)外端に接続する継手、(11)はコーキン
グ材であり、(41)は最外周の表面仕上パネル(1)か
ら立上げプール側周壁(b)下端部位に周設されるパッ
キン材(51)を介して水密状にリベット(100)止めさ
れる立上げ板である。By the way, (10) is a perforated cover plate, (6 ″) is a joint connected to the outer end of the synthetic resin pipe (6), (11) is caulking material, and (41) is the outermost surface finishing panel ( It is a rising plate that is riveted (100) in a watertight manner from 1) via a packing material (51) provided around the lower end portion of the rising pool side peripheral wall (b).
而して、斯る改修方法によって改修されたプール底に
はピット(3)と合成樹脂製パイプ(6)とで新規な排
水ライン(200)が形成され、既設の排水ピット
(3′)は表面仕上パネル(1)及びその周りのライニ
ング材(4)で水密状に被覆され且つ既設プール底
(a)全域は同表面仕上パネル(1)、そのパネル
(1)(1)相互間の間隙(31)を埋めるライニング材
(4)とで完全に水密状に保持される。Then, a new drainage line (200) is formed by the pit (3) and the synthetic resin pipe (6) at the bottom of the pool repaired by such a repairing method, and the existing drainage pit (3 ') is The surface finishing panel (1) and the lining material (4) around it are watertightly covered, and the entire area of the existing pool bottom (a) is the same surface finishing panel (1) and the gap between the panels (1) and (1). The lining material (4) filling the (31) keeps it completely watertight.
[発明の効果] 本発明は以上のように構成したので、下記の利点があ
る。[Effects of the Invention] Since the present invention is configured as described above, it has the following advantages.
地中に埋設されている水囲り管を既設プール底上から
部分的に切断し、撤去する行為を、既設プール底の改修
工程の前工程として行なうことによって排水ラインを含
むプール底を改修でき、地中に掘り起こしに続く水囲り
管全体の撤去作業及び水囲り管全管の配管作業を行なう
先行例やプール自体を建替える先行例に比べて工期も短
く、改修費用も非常に低廉である。It is possible to repair the pool bottom including the drainage line by partially cutting the water enclosing pipe buried in the ground from the top of the existing pool bottom and removing it as a pre-step of the repair process of the existing pool bottom. , The construction period is shorter and the repair cost is also very low compared to the precedent example of removing the entire water enclosing pipe and piping work of all the water enclosing pipes following excavation in the ground and the precedent example of rebuilding the pool itself. Is.
依って、所期の目的を達成し得る。 Therefore, the intended purpose can be achieved.
図面は本発明排水ラインを含む金属製プール底の改修方
法の実施例を示し、第1図は改修後におけるプールの概
略図で短手方向を縦断して示す、第2図は改修後におけ
るプールの概略図で長手方向を縦断して示す、第3図は
要部の拡大断面図、第4図は(4)−(4)断面図、第
5図は撤去工程の後に引き抜き工程を行なう前状態を示
す拡大断面図、第6図はパイプの位置決め工程を行なう
状態を示す縦断面図、第7図はスペーサーを介して表面
仕上パネルを位置決めする状態を示す拡大断面図であ
る。 尚図中 (a):既設プール底 (C):既設排水ライン (B):地中(サンドクッション) (6):合成樹脂製パイプ (7):引き抜き路、(1):表面仕上パネル (31):間隙、(4):ライニング材 (5):開穿口、(3):ピット (3′):既設排水ピット、(8):連絡孔The drawings show an embodiment of a method for repairing a metal pool bottom including a drainage line according to the present invention. Fig. 1 is a schematic view of a pool after repair and is shown in a longitudinal direction, and Fig. 2 is a pool after repair. FIG. 3 is an enlarged cross-sectional view of a main part, FIG. 4 is a cross-sectional view taken along line (4)-(4), and FIG. 5 is a drawing after a withdrawal step before a withdrawal step. FIG. 6 is an enlarged sectional view showing a state, FIG. 6 is a longitudinal sectional view showing a state of performing a pipe positioning step, and FIG. 7 is an enlarged sectional view showing a state of positioning a surface finishing panel via a spacer. In the figure, (a): Existing pool bottom (C): Existing drainage line (B): Underground (sand cushion) (6): Synthetic resin pipe (7): Withdrawal path, (1): Surface finishing panel ( 31): Gap, (4): Lining material (5): Opening hole, (3): Pit (3 '): Existing drainage pit, (8): Communication hole
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 平1−168662(JP,U) 実開 昭63−106855(JP,U) ─────────────────────────────────────────────────── ───Continued from the front page (56) Bibliography Hei 1-168662 (JP, U) Actual 63-106855 (JP, U)
Claims (1)
ら開穿して地中に埋設されている既設排水ラインを切断
し、部分的に撤去する撤去工程と、その撤去した部分よ
り下流側の既設排水ラインを既設プール底下の地中から
外側方へ引き抜く工程と、既設プール底の上記開穿口か
ら合成樹脂製パイプを進入させて一端を開穿口下に位置
させると共に他端を、前記既設排水ラインの引き抜き路
を利用して既設プール底下の地中からの外側方へ突出さ
せるパイプ位置決め工程と、既設排水ピットを含む既設
プール底上に平面四角状を呈するFRP等の合成樹脂製表
面仕上パネルを裏面にスペーサーを介在させて夫々平行
に敷設固定するパネル固定工程と、その仕上パネル相互
間の間隙にFRP等のライニング材を埋め込み固定する間
隙塞ぎ工程とを逐次実施してなり、上記開穿口を塞ぐ合
成樹脂製仕上パネルにおいては開穿口と相対する部分に
既設プール底下に突出するピットを同一体に有すると共
にそのピット底には前記合成樹脂製パイプの前記一端を
貫挿する連絡孔を開孔していることを特徴とする排水ラ
インを含む金属製プール底の改修方法。1. A removal process of opening and partially removing an existing drainage line buried in the ground by opening a hole near the end of the existing pool bottom from the inside of the existing pool, and a downstream of the removed part. Side of the existing drainage line from the bottom of the existing pool to the outside, and a synthetic resin pipe through the opening of the existing pool bottom to put one end under the opening and the other end , A pipe positioning step of projecting outward from the bottom of the existing pool bottom using the extraction channel of the existing drainage line, and a synthetic resin such as FRP having a flat rectangular shape on the existing pool bottom including the existing drainage pit A panel fixing process of laying and fixing the surface finish panels in parallel on the back side with a spacer interposed respectively, and a gap closing process of embedding and fixing a lining material such as FRP in the gap between the finish panels are successively performed. The synthetic resin finishing panel for closing the opening has the same pit projecting under the existing pool bottom at the portion facing the opening and the pit bottom is formed of the synthetic resin pipe. A method for repairing a metal pool bottom including a drainage line, characterized in that a communication hole penetrating one end is opened.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13523788A JP2563978B2 (en) | 1988-05-31 | 1988-05-31 | Method of repairing metal pool bottom including drainage line |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13523788A JP2563978B2 (en) | 1988-05-31 | 1988-05-31 | Method of repairing metal pool bottom including drainage line |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01304276A JPH01304276A (en) | 1989-12-07 |
JP2563978B2 true JP2563978B2 (en) | 1996-12-18 |
Family
ID=15147018
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13523788A Expired - Lifetime JP2563978B2 (en) | 1988-05-31 | 1988-05-31 | Method of repairing metal pool bottom including drainage line |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2563978B2 (en) |
-
1988
- 1988-05-31 JP JP13523788A patent/JP2563978B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH01304276A (en) | 1989-12-07 |
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